実伝統木造社寺建築物の水平加力実験及び復元力特性 : 伝統木造社寺建築物の耐震性能評価その1

概要

論文の詳細を見る
Structural systems of Japanese traditional timber temple are composed of many structural elements such as nuki, kokabe and large-diameter column. In order to evaluate the seismic performance of the traditional timber temple, it is important to clarify the relationship between the elements property and system property by means of the loading tests for actual existing traditional timber temples. The present paper has two purposes. One is to provide the basic technical information for evaluating seismic performance of traditional temples, and the other is discussing the relationships between structural properties calculated by existing evaluation method for structural elements and one obtained by horizontal loading tests for actual timber temples. Finally, the paper shows that the application of reduction factors for existing evaluation methods can calculate the load-deformation relations which meet the results of loading tests for actual traditional timber temples.
社団法人日本建築学会の論文
2007-02-28